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Home My WebLink About331467_1_Corrections.docxRESIDENTIAL PLAN CHECK COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 101124349 PROJECT ADDRESS: 13914 N Deodar St PLAN CHECK ENGINEER: Huang, GaryTEL:714 647-5862 EMAIL: Ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 7/16/2025 INITIAL REVIEW 8/13/2025 EXPIRATION 1/12/2026 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Brandon Strahan 3. TEL: (909)232-1754 FAX: VALUATION: $150,000.00 EMAIL: brandonstrahan56@gmail.com FLOOD ZONE: X-06059C0164J GUIDELINES: Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES) The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws All listed plan review comments must be adequately addressed before a building permit can be issued Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, prior to building permit issuance ☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. ☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700). ☒Police Department approval on the corrected/final set of drawings (647-5840). ☒Public Works Agency approval (647-5039). ☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. ☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039). Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal PLAN REVIEW COMMENTS: Sheet A-1 Sheet Index Revise sheet A-2 name to match drawing name as “Minimum Construction specification” Missing sheet A-2.1 – Green Building Codes. Please provide for review Sheet A2-2, revise sheet title to “Mandatory Measure Sheet 2” Missing sheet A2-3, please provide for review Missing Title 24 energy calculation. Please provide for review Work of scope: per replacement of roof framing and ceiling framing as a part of scope of work Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. For the purpose of Park & Rec Development fee calculation, please provide new ADU square footage to existing single family residence square footage ratio (ADU sf / SFD sf) on the Cover Sheet. Square footages shall NOT include garage, non-habitable attic space, non-habitable basement space, patio cover, patio enclosure, sunroom and similar uses. Note on plan: The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf”. Sheet A-3 On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel. Please specify landing at the laundry door. Please specify constriction material including construction details for review Exterior landings, decks, balconies, stairs and similar facilities shall be positive anchored to the primary structure to resist both vertical and lateral forces or shall be designed to be self-supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. (R311.5) Window schedule, item E: Please clarify what does it mean “erasable” Sheet A-5 Update plumbing fixtures flow rate limitation (Section 4.303) Water closet – 1.28 gallon per flush Shower head – 1.8 gallons per minute at 80 psi. Lavatory faucets – 1.2 gallon per minute at 60 psi. Kitchen faucet – 1.8 gallon per minute at 60 psi. Carbon Monoxide Alarms – Provide carbon monoxide alarms at outside of each sleeping area, in the immediate vicinity of the bedroom(s); on every level of a dwelling unit including basements. (R315) Provide documentation to demonstrate compliance with the California Energy Code. Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen. Kitchen Range Hood Airflow Rate (CFM) shall comply with Table 150.0-G Sheet A-6 Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1) Identify maximum eave overhang dimension Sheet A-7 Per title sheet and structural detail 1/S1.1, roof truss is an option or deferred submittal. Revise section to match structural drawings using conventional beam/joist system. Coordinate with structural engineer, and structural drawings Sheet S0.1 Deferred submittal: per architectural drawing and detail 1/S1.1, truss roof design is a deferred submittal or an option. Coordinate with architect and architectural drawings Drawing index: update drawing index, there are two repeated sheet SD-1 Sheet S1.1 Existing foundation plan: Detail 11/SD2 required new grade beam; however, plan shown (E) footing. There are conflicting information. EOR to coordinate and identify the size of the new footing required Proposed roof framing plan: Identify (N) ridge is a ridge beam or a ridge board. Also identify framing size on plan EOR to provide project specific detail(s), e.g. detail 1/SD-2 for how new stud wall is connected to top of the ceiling joist and (E) parameter stud wall EOR to provide detail(s) for holdown schedule and shear wall nailing schedule that matching plan and calculation requirement Detail 1/S1.1: EOR to provide how (N) stud is connect at with the truss bottom chord and how the (N) stud is connect to (E) parameter stud wall Sheet SD-1 Detail 4: provide holdow schedule for review Sheet SD-2 Detail 1: EOR to identify how (N) stud is connect to the ceiling and how it is connected to the (E) parameter wall Detail 7: EOR to provide connection for how (N) stud is connect where the brace is occurred(End of Comment)